File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Evaluation of Stormwater Mitigation Performance with LID Infrastructures, In-Sewer Space, and Real-Time Control Strategies

TitleEvaluation of Stormwater Mitigation Performance with LID Infrastructures, In-Sewer Space, and Real-Time Control Strategies
Authors
Issue Date1-Oct-2024
PublisherAmerican Society of Civil Engineers
Citation
Journal of Hydrologic Engineering, 2024, v. 29, n. 5 How to Cite?
AbstractBecause low-impact development (LID) infrastructures are effective in capturing and utilizing urban stormwater runoff, real-time control (RTC) strategies can be viewed as soft infrastructures, offering an additional suite of opportunities to improve the stormwater drainage system performance. However, there is a paucity of analyses that disentangle the contributing sources of performance enhancement in these joint hard-soft stormwater infrastructures. This study evaluated the stormwater system performance with integrated LID infrastructures, in-sewer storage capacity, and RTC strategies. Our results showed that LID infrastructures play a major role in mitigating the flow peaks and high volumes, whereas adding RTC to the storage unit and in-sewer flow control mostly improves the performance under relatively small rainfall events, e.g., those with a 3-year return period. The critical contribution of RTC is realized by utilizing storage units as much as possible during the rainfall event. A downstream storage unit that is too close to the outfall may not be suitable for RTC application together with in-sewer capacity utilization. In the present case, the combination of a midstream storage unit and upstream control site at branch pipes worked better than those at other locations. The results suggest that the integration of LID and RTC on a simulation-system level can enhance the reduction of the peak runoff and total discharged volume only if the storage site and control locations are selected carefully.
Persistent Identifierhttp://hdl.handle.net/10722/353682
ISSN
2023 Impact Factor: 2.2
2023 SCImago Journal Rankings: 0.638
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorWang, Wenqi-
dc.contributor.authorWang, Zongzhi-
dc.contributor.authorGuan, Mingfu-
dc.contributor.authorWani, Omar-
dc.contributor.authorBai, Ying-
dc.contributor.authorWang, Kun-
dc.contributor.authorLeitao, Joao P.-
dc.date.accessioned2025-01-23T00:35:28Z-
dc.date.available2025-01-23T00:35:28Z-
dc.date.issued2024-10-01-
dc.identifier.citationJournal of Hydrologic Engineering, 2024, v. 29, n. 5-
dc.identifier.issn1084-0699-
dc.identifier.urihttp://hdl.handle.net/10722/353682-
dc.description.abstractBecause low-impact development (LID) infrastructures are effective in capturing and utilizing urban stormwater runoff, real-time control (RTC) strategies can be viewed as soft infrastructures, offering an additional suite of opportunities to improve the stormwater drainage system performance. However, there is a paucity of analyses that disentangle the contributing sources of performance enhancement in these joint hard-soft stormwater infrastructures. This study evaluated the stormwater system performance with integrated LID infrastructures, in-sewer storage capacity, and RTC strategies. Our results showed that LID infrastructures play a major role in mitigating the flow peaks and high volumes, whereas adding RTC to the storage unit and in-sewer flow control mostly improves the performance under relatively small rainfall events, e.g., those with a 3-year return period. The critical contribution of RTC is realized by utilizing storage units as much as possible during the rainfall event. A downstream storage unit that is too close to the outfall may not be suitable for RTC application together with in-sewer capacity utilization. In the present case, the combination of a midstream storage unit and upstream control site at branch pipes worked better than those at other locations. The results suggest that the integration of LID and RTC on a simulation-system level can enhance the reduction of the peak runoff and total discharged volume only if the storage site and control locations are selected carefully.-
dc.languageeng-
dc.publisherAmerican Society of Civil Engineers-
dc.relation.ispartofJournal of Hydrologic Engineering-
dc.titleEvaluation of Stormwater Mitigation Performance with LID Infrastructures, In-Sewer Space, and Real-Time Control Strategies-
dc.typeArticle-
dc.identifier.doi10.1061/JHYEFF.HEENG-6185-
dc.identifier.scopuseid_2-s2.0-85199650461-
dc.identifier.volume29-
dc.identifier.issue5-
dc.identifier.eissn1943-5584-
dc.identifier.isiWOS:001291950500007-
dc.identifier.issnl1084-0699-

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats